• 동력기계공학회지
• /
• 제13권6호
• /
• pp.123-128
• /
• 2009

The effects of temperature and initial crack length on the impact fracture behavior for the side plate material of FRP ship were investigated. And the effects of the counterpart roughness and sliding distance on the volumetric wear of same material were investigated as well. Impact fracture toughness of GF/PE composites displayed maximum value when the temperature of specimen is room temperature and $50^{\circ}C$, and with decreasing the temperature of specimen, impact fracture toughness decreased. Impact fracture energy of GF/EP composites decreased with increasing the initial crack length of specimen, and this value decreased rapidly when the temperature of specimen is lowest, $-25^{\circ}C$. It is believed that sensitivity of notch on impact fracture energy were increased with decreasing the temperature of specimen. With increasing the sliding distance, the transition sliding distance, which displayed different aspect on the friction coefficient and the volumetric wear loss, were found out. Counterpart roughness had a big influence on the wear rate at running in period, however the effect of counterpart roughness became smaller with sliding speed increase in. Volumetric wear loss were increased with increasing the applied load and the counterpart roughness.

• 동력기계공학회지
• /
• 제9권4호
• /
• pp.137-142
• /
• 2005

The effects of temperature and initial crack length on impact fracture behavior of side plate material of 35 ton class FRP ship, which are composed by glass fiber and unsaturated polyester resin, were investigated. Impact fracture toughness of GF/PE composites displayed maximum value when the temperature of specimen is room temperature and $50^{\circ}C$, and with decrease in temperature of specimen, impact fracture toughness decreased. Impact fracture energy of GF/EP composites decreased with increase in initial crack length of specimen, and this value decreased rapidly when the temperature of specimen is lowest, $-25^{\circ}C$,. It is believed that sensitivity of notch on impact fracture energy were increased with decrease in temperature of specimen. As the GF/EP composites exposed in low temperature, impact fracture toughness of composites decreased gradually owing to the decrease of interface bonding strength caused by difference of thermal expansion coefficient between the glass fiber/polyester resin. Further, decrease of interface bonding strength of composites with decrease in specimen temperature was ascertained by SEM photograph of impact fracture surface.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 춘계 학술발표회
• /
• pp.1409-1416
• /
• 2010

It is essential to predict a blasting-induced excavation damage zone (EDZ) beyond the proposed excavation line of a tunnel because the unwanted damage area requires extra support system for tunnel safety. Complicated blasting process which may hinder a proper characterization of the damage zone can be effectively represented by two loading mechanisms. The one is a dynamic impulsive load generating stress waves outwards immediately after detonation. The other is a gas pressure that remains for a relatively long time. Since the gas pressure reopens up the arrested cracks and continues to extend some cracks, it contributes to the final formation of EDZ induced by blasting. This paper presents the simple method to evaluate EDZ induced by gas pressure during blasting in rock. The EDZ is characterized by analyzing crack propagation from the blasthole. To do this, a model of the blasthole with a number of radial cracks of equal length in an infinite elastic plane is considered. In this model, the crack propagation is simulated by using three conditions, the crack propagation criterion, the mass conservation of the gas, and the adiabatic condition. As a result, the stress intensity factor of the crack generally decreases as crack propagates from the blasthole so that the length of the crack is determined. In addition, the effect of rock properties, initial number of cracks, and the adiabatic exponent are investigated.

• 한국전산구조공학회논문집
• /
• 제22권6호
• /
• pp.511-517
• /
• 2009

본 논문에서는 냉간압연 중에 실리콘 강판의 에지부에 발생하는 크랙을 해석하는 방법을 제시하였다. 본 방법은 손상역학의 개념에 기초하여 소재의 변형 중 발생하는 손상개시와 손상진전 및 파괴의 형태로 순차적으로 해석하는 기법이다. 이를 통해 압연 중에 크랙 발생 유무와 발생 후 크랙의 진전된 길이 및 형상을 예측할 수 있다. 소재의 파괴물성치는 일반 판상시편 및 노치 판상시편의 인장실험을 통해서 도출하였다. 압연중 발생하는 에지크랙 해석결과가 얼마만큼 정확한지 평가하기 위해서 시험압연기를 통해 얻은 압연시편과 직접 형상 비교를 수행하였다. 크랙의 길이 및 방향 측면에서 본 해석기법의 예측정도가 실험에 상당부분 근접함을 알 수 있었다. 마지막으로 실리콘 강판의 실제 압연공정으로 에지크랙 해석을 수행하여 초기크랙 길이 및 압연기 출측 강판 감기 인장력에 따른 크랙 진전 거동에 대해 분석하였다.

• Structural Engineering and Mechanics
• /
• 제81권6호
• /
• pp.665-675
• /
• 2022

The safety problems of giant hydraulic structures such as dams caused by terrorist attacks, earthquakes, and wars often have an important impact on a country's economy and people's livelihood. For the national defense department, timely and effective assessment of damage to or impending damage to dams and other structures is an important issue related to the safety of people's lives and property. In the field of damage assessment and vulnerability analysis, it is usually necessary to give the damage assessment results within a few minutes to determine the physical damage (crack length, crater size, etc.) and functional damage (decreased power generation capacity, dam stability descent, etc.), so that other defense and security departments can take corresponding measures to control potential other hazards. Although traditional numerical calculation methods can accurately calculate the crack length and crater size under certain combat conditions, it usually takes a long time and is not suitable for rapid damage assessment. In order to solve similar problems, this article combines simulation calculation methods with machine learning technology interdisciplinary. First, the common concrete gravity dam shape was selected as the simulation calculation object, and XFEM (Extended Finite Element Method) was used to simulate and calculate 19 cracks with different initial positions. Then, an LSTM (Long-Short Term Memory) machine learning model was established. 15 crack paths were selected as the training set and others were set for test. At last, the LSTM model was trained by the training set, and the prediction results on the crack path were compared with the test set. The results show that this method can be used to predict the crack propagation path rapidly and accurately. In general, this article explores the application of machine learning related technologies in the field of mechanics. It has broad application prospects in the fields of damage assessment and vulnerability analysis.

• Nuclear Engineering and Technology
• /
• 제27권5호
• /
• pp.775-783
• /
• 1995

CANDU원자로에서 압력관의 건전성을 향상시키기 위한 방안으로 압력관의 두께를 증가시키는 방법과 압력관 제조공정에서 초기수소농도를 줄이는 방법이 연구중에 있다. 본 연구에서는 압력관 두께증가가 가동중 압력관의 안전여유도에 미치는 영향과 새로운 압력관의 낮은 수소농도가 파손의 주원인인 DHC에 미치는 영향에 대해 연구하였다. 가동중 압력관에 날카로운 결함이 발생할 경우 5.2mm두꺼운 압력관은 안전여유도 관점에서 현행 2mm 압력 관에 비해 25% 증가효과를 보이는 것으로 나타났다. LBB평가에서도 두꺼운 압력관은 DHC 발생에 필요한 초기균열 길이 (a), 중수누설 감지 시점에서의 균열길이 (Lp), 중수누설후 압력관 파단까지의 허용시간(t)등에서 많은 이점이 있는 것으로 평가되었으며, 또한 LOCA시 압력관 파단관점에서도 유익한 것으로 나타났다. 여러가지 다른 두께 및 다른 초기수소농도를 갖는 압력관을 대상으로 20년 가동후의 총 누적 수소량을 계산한 결과, 5ppm의 초기 수소량을 갖고 두께가 5.2 mm인 압력관이 가장 우수한 저항성을 보였다. 결함 성장평가에 있어서 초기에 낮은 수소량을 갖는 압력관은 20년 가동후에도 수소화물의 석출이 일어나는 TSS 도달 온도가 낮게 유지되며 냉각시 균열성장량도 매우 적은 것으로 나타났다.

• Journal of Welding and Joining
• /
• 제32권1호
• /
• pp.79-86
• /
• 2014

The purpose of this study is to determine the proper fillet weld size for the stiffeners on hull bottom plate of crude oil tanker. To achieve it, the effective notch stress and hot spot stress of the fillet weld with leg length specified in the rule were evaluated by using comprehensive FE analyses. Based on the results, the fatigue damages at each location of weld were calculated. Meanwhile the transitional behavior of initial welding distortion in the hull bottom plate under the design conditions was investigated by using a non-linear FEA. Welding distortion and residual stress introduced during fabrication process were considered as initial imperfections. According to FE analysis results, if the fillet leg length satisfies the design criteria of the classification society, the concern on the root failure at the fillet welds in the bottom hull plate during the design life can be negligible. In addition, considering the transitional behavior of the distortion during the service life, the fillet leg length should be minimized.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
• /
• pp.647-650
• /
• 2004

This paper deals with the damage assessment of the concrete beam using Damage-area concept and the modulus of elasticity reduction of the beam was evaluated. Simply supported concrete beams were loaded at the mid-span. When the displacements from the tests were increased more than $10\%$ of the initial values, flexural cracks occured. Judging from the observed cracks, damaged area of the beams were assumed and the modulus of elasticity reduction using the smeared-cracking concept was estimated to minimize the error between the test results and analytical results. Main parameters for the assessment were height of the crack area, length of the crack area, position of the crack area and the modulus of elastic reduction ratio. In each stage, damaged elements and their stiffness reduction were estimated to minimized the error.

• 국제강구조저널
• /
• 제18권4호
• /
• pp.1098-1106
• /
• 2018

The object of this study is to clarify fatigue limit and fatigue crack growth characteristic of SBHS700 base metal which is 780 MPa class steel. This study carried out the fatigue tests of SBHS700 base metal containing different defect size, and the fatigue limit was compared with that of the conventional steel. Test results indicate that the fatigue limit increased with decrease initial defect size, and can be precisely evaluated by using ${\sqrt{area}}$ parameter model. This paper also presents that crack growth characteristic was almost the same as that of the conventional steel from the observation of striations by using Scanning electron microscope and length of beach marks.

• 대한기계학회논문집A
• /
• 제36권12호
• /
• pp.1619-1625
• /
• 2012

전기강판은 모든 형태의 변압기나 모터의 코어 소재로 사용되고 냉간압연 공정에 의해 생산된다. 본 논문에서는 냉간압연 중에 발생하는 전기강판 에지에서의 파단을 예측할 수 있는 손상역학에 기초한 접근법을 제시할 것이다. 손상개시 판단조건으로 수직 인장응력 조건을 도입하였고 손상진전 기법으로 손상 에너지법을 채용하였다. 전기강판 에지의 초기 노치로부터 크랙 발생과 전파 모사를 위해 유한요소법을 이용하였다. 유한요소해석에서 요구되는 물성치는 일반적인 판형 시편과 노치가 있는 판형 시편을 이용하여 인장 테스트를 통해서 확보하였다. 에지 크랙은 롤 바이트의 입측에서 시작되고 롤 바이트 출측에서 급격하게 진전되는 것으로 나타났다. 초기 노치의 길이와 강판의 전방 텐션릴 하중이 커짐에 따라 에지 크랙의 성장길이는 커지는 것으로 나타났다.